I have 3 questions and wonder if someone here can help:
1. I need to lay a sewage rising main in a winding footpath. Can HDD adopt a meandering alignment from one single drill pit?
2. What is typically the head loss coefficient of a Rubber Flex Slip-In In-Line Duckbill Check Valve and a Low Head Loss In-Line Duckbill Check Valve?
3. When pumping past an air valve, is it required to ensure there is at least a 1m head above the air valve, rather than measuring from the invert level of the pipe? I'm particularly curious about how this applies when dealing with larger pipes, such as those with a diameter of 1m or more. What’s the best practice for ensuring proper operation in these cases?
Thanks.
1. I need to lay a sewage rising main in a winding footpath. Can HDD adopt a meandering alignment from one single drill pit?
2. What is typically the head loss coefficient of a Rubber Flex Slip-In In-Line Duckbill Check Valve and a Low Head Loss In-Line Duckbill Check Valve?
3. When pumping past an air valve, is it required to ensure there is at least a 1m head above the air valve, rather than measuring from the invert level of the pipe? I'm particularly curious about how this applies when dealing with larger pipes, such as those with a diameter of 1m or more. What’s the best practice for ensuring proper operation in these cases?
Thanks.